navajo navajo 2 10 · navajo navajo 2 10 navajo regional ... the details shown on the storm water...

ROUTEAREA STATE RESERVATION PROJECT NO. SHEET TOTAL SHEETS

NAVAJO NAVAJO 2 10

NAVAJO REGIONAL OFFICE * DIVISION OF TRANSPORTATION

UNITED STATES

DEPARTMENT OF THE INTERIOR

BUREAU OF INDIAN AFFAIRS

UUOOFF

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NTOFTHDRAWN BY: DATE:

DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

PLOT SHEET

B.O.R. 7/12

DESIGN 2 7/12

NTS

DESIGN 2

1:3 over

3.0

m

-2% Slope -2% Slope

DRIVING LANE

Finish Grade

CL

DRIVING LANE

1:3 To 1.6

0 m

1:1

Over

3.0

m

1:2

To 3.0 m

7.20 m ROADWAY WIDTHARIZONA N8032

TYPICAL CROSS SECTION

PROJECT N8032 & N8065

3.60 m 3.60 m

1:61:

6

2.40 m

Typ. Section

7/12

2.40 m.

N8032/ N8065

TABLE ALIGNMENT HORIZONTALN8032(1)2POINT (m)STATION ELEMENT DIRECTION (m)NORTHING (m)EASTING

BOP 0+000.000 575,708.374 204,390.041

100.494 E°18’65" 31N

EOP 0+100.494 575,794.464 204,441.882

TABLE ALIGNMENT HORIZONTALN8065(1)2

POINT (m)STATION ELEMENT DIRECTION (m)NORTHING (m)EASTING

BOP 0+000.000 580,904.510 208,913.759

(m) 22.770Linear= W°24’50 68S

PC 0+022.770 580,896.133 208,892.586

PI 0+066.478 DATACURVE 580,875.933 208,853.826

Lt.°36’27.94" 47 =Delta

(m) 99.0802 =R

(m) 82.326 =L

(m) 43.707 =T

PT 0+105.097 580,833.688 208,842.613

(m) 47.842Linear= W°09’10" 13S

EOP 0+152.939 580,787.101 208,831.727

stablized subgrade.

610 mm. of compacted

16. ALL QUALITY CONTROL SHALL BE PERFORMED BY NRDOT’S MATERIAL TESTING LAB ASSIGNED TO THIS PROJECT.

SECTIONS 602, 603, 607, AND 619.

WORK SHALL BE CONSIDERED AN INCIDENTAL OBLIGATIONS OF THE CONTRACTOR UNDER THE APPROPRIATE BID ITEMS, FOR

BE MAINTAINED IN A CLEAN CONDITION, FREE OF SILT AND OTHER DEBRIS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THIS

EXTENDED/CLEANED CULVERTS, CATTLEGUARDS, AND/OR OTHER EXISTING DRAINAGE STRUCTURES. THESE STRUCTURES SHALL

15. AT THE COMPLETION OF THE CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE INTERIOR OF ALL NEWLY INSTALLED OR

SHOWN IN THE BID SCHEDULE.

ARCHAEOLOGY FENCING SHALL BE CONSIDERED INCIDENTAL OBLIGATIONS OF THE CONTRACTOR IF A SPECIFIC BID ITEM IS NOT

. TEMPORARY FP-03SQUARE LINK (ORANGE COLOR) PLASTIC TYPE MADE OF HI-DENSITY HDPE, AS PER SECTION 710.11 OF

FLEXIBLE SAFETY FENCE AROUND THE ARCHAEOLOGY SITE(S) AS NOTED ON THE PLANS. THE FENCING MATERIAL SHALL BE

SECTION OF THE CONTRACT FOR ADDITIONAL INFORMATION, AND REQUIREMENTS. THE CONTRACTOR SHALL PLACE TEMPORARY

REQUIRED PRIOR TO STARTING CONSTRUCTION ACTIVITIES IN THESE LOCATIONS. SEE THE SPECIAL CONTRACT REQUIREMENT

NOTIFY THE NAVAJO NATION DEPARTMENT OF TRANSPORTATION (NNDOT) ROAD CULTURAL RESOURCE MANAGEMENT (RCRM) AS

14. THERE MAY BE A NUMBER OF ARCHAEOLOGICAL SITE MITIGATIONS THAT ARE NOTED ON THE PLANS. THE CONTRACTOR SHALL

RUNDOWNS. THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE RIPRAP ITEMS SHOWN IN THE BID SCHEDULE.

INCLUDING THE EXISTING DITCH LINE AREAS FOR THE CONSTRUCTION OF RIPRAP DITCH LININGS, SLOPE PROTECTION, AND

13. GRADE AND SHAPE THE SHOULDER AND DITCHES (AS DIRECTED BY COR/AOTR) FROM THE SUBGRADE HINGE POINTS TO AND

ROADWAY TYPICAL SECTION SHOWN.

APPROVED. IN NO CASE SHALL THE CUT AND FILL BACK SLOPES BE BUILT STEEPER THAN THE MAXIMUM ALLOWED IN THE

ADJUSTED TO FIT FIELD CONDITIONS. THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF CONSTRUCTION, UNLESS OTHERWISE

CONSTRUCTED ROAD SECTION SHALL BE BASED ON THE GOVERNMENT FURNISHED COMPUTERIZED STAKING REPORT AS

AND/OR OTHER ADJUSTMENTS BEFORE PROCEEDING WITH THE WORK UNLESS NOTED OTHERWISE ON THE PLANS. THE FINAL

BRANCH CHIEF, THROUGH THE COR/AOTR, SHALL BE CONSULTED FOR CHANGES IN THE TYPICAL SECTIONS, DESIGN SLOPES,

STRUCTURES, ETC., THE SHOWN TYPICAL SLOPES CANNOT BE CONSTRUCTED. IN THIS CASE, THE NRDOT PLANNING & DESIGN

HOWEVER, THERE WILL BE LOCATIONS WHERE, DUE TO EXISTING GROUND CONDITIONS, TURNOUTS, CULVERTS OR OTHER

12. THE ROADWAY TYPICAL SECTION SHOWN IS THE BASIC TEMPLATE TO WHICH THE PROJECT IS TO BE STAKED AND BUILT.

WORK SHALL BE INCLUDED IN THE APPROPRIATE UNIT PRICE BID ITEMS FOR SECTIONS 203 AND/OR 607.

BY THE COR/AOTR SHALL BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH SECTIONS 107, AND 203. THE SALVAGE

EXISTING CULVERTS SHALL BE STOCKPILE AT CHINLE MAINTENANCE YARD. ANY PIPE MATERIALS DETERMINED TO BE UNUSEABLE

GUARDS, FENCING MATERIALS, ETC, AS CALLED FOR ON THESE PLANS AND/OR SECTIONS 203 AND 607. THE SALVAGEABLE

11. THE CONTRACTOR SHALL REMOVE, CLEAN, AND STOCKPILE ALL SALVAGEABLE EXISTING CULVERTS, GUARDRAIL, CATTLE

, SECTION 204.14.FP-03COR/AOTR. WASTE MATERIAL NOT USED WITHIN THE PROJECT LIMITS, SHALL BE DISPOSED OF AS PER

TURNOUTS, DITCH BLOCKS, AND/OR BE PLACED AS EMBANKMENT ALONG THE SHOULDERS IN AREAS AS DIRECTED BY THE

IF MATERIAL IS APPROVED, THE WASTE MATERIAL SHOWN ON THESE PLANS SHALL BE USED AS NECESSARY TO CONSTRUCT

BORROW, WASTE AND EMBANKMENT MATERIAL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS 20401-0000 AND 20403-0000.

TO PROVIDE ANY NECESSARY BORROW MATERIAL FOR THIS PROJECT INCLUDING ALL NECESSARY PERMITS. ALL EXCAVATION,

IDENTIFIED SOURCES OUTSIDE THE RIGHT-OF-WAY LIMITS. IT IS THE SOLE RESPONSIBILITY AND EXPENSE OF THE CONTRACTOR

SHOWN IN THE BID SCHEDULE. ANY BORROW MATERIAL CALLED FOR ON THE PLANS SHALL BE TAKEN FROM CONTRACTOR

10. THE EARTHWORK TABLE SHOWN IS TO ASSIST THE CONTRACTOR IN ESTABLISHING A BID UNDER THE EARTHWORK ITEMS

REMOVAL AND AS DIRECTED BY THE COR/AOTR.

REBUILD EARTHEN DITCH BLOCKS, AND/OR PLACED ALONG ROADWAY SHOULDERS AS EMBANKMENT IN AREAS ADJACENT TO THE

MEET ALL REQUIREMENTS OF FP-03, SECTIONS 209 AND 704. APPROVED EXCESS EXCAVATION MATERIAL MAY BE USED TO

WALLS) SHALL BE CONSIDERED INCIDENTAL TO THE INSTALLATION OF STRUCTURES. BEDDING AND BACKFILL MATERIAL SHALL

9. STRUCTURAL EXCAVATION AND BEDDING/BACKFILL OF ALL DRAINAGE STRUCTURES (CULVERTS AND CONCRETE HEAD/WING

OF QUANTITIES SHALL BE SUBJECT TO FAR 52.211-18, VARIATION IN ESTIMATED QUANTITY.

WILL BE DETERMINED IN THE FIELD FOR AUTHORIZED CHANGES THAT AFFECT THE QUANTITIES. ANY OVER-RUN OR UNDER-RUN

8. THE QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY AND TO COMPARE AND CANVAS BIDS. ACTUAL PAY QUANTITIES

COURTESY COPY OF THE APPROVED SWPPP TO THE NAVAJO NATION WATER QUALITY EPA OFFICE.

SWPPP IS ONLY REQUIRED AT THE DRAINAGE PIPE REPLACEMENT LOCATIONS.THE CONTRACTOR IS REQUIRED TO SUBMIT

THE REQUIREMENTS IN SECTION 157 OF THE SUPPLEMENTAL SPECIFICATION AND SPECIAL CONTRACT REQUIREMENTS. THE

REQUIREMENTS TO BE USED BY THE CONTRACTOR IN PREPARING A STORM WATER POLLUTION PREVENTION PLAN ALONG WITH

7. THE DETAILS SHOWN ON THE STORM WATER POLLUTION AND EROSION/SEDIMENT CONTROL DETAILS ARE GENERAL

EARTHWORK LIMIT PLUS 3.0 METERS, NOT TO EXCEED THE RIGHT-0F-WAY LIMITS.

SHOWN AND CALLED OUT ON THESE PLANS AS �CONSTRUCTION ZONE�. THE CONSTRUCTION LIMIT IS THE CATCH POINT

DESIGNATED RIGHTS-OF-WAY LIMITS WITHOUT WRITTEN APPROVAL FROM THE NRDOT DIVISION MANAGER, UNLESS OTHERWISE

SHOWN AND LABELED ON THESE PLANS AS �CONSTRUCTION ZONE�. IN NO CASE SHALL ANY WORK BE PERFORMED OUTSIDE THE

WITHOUT WRITTEN APPROVAL BY THE NRDOT MANAGER UNLESS OTHERWISE FP-03ACCORDANCE WITH SECTION 107 OF THE

6. NO WORK SHALL BE PERFORMED OR GROUND DISTURBED OUTSIDE OF THE DESIGNATED CONSTRUCTION LIMITS IN

WORK SHALL BE INCIDENTAL OBLIGATIONS OF THE CONTRACTOR.

AS WELL AS ANY AND ALL PERMIT REQUIREMENTS. THIS FP-03DEBRIS IN ACCORDANCE WITH SECTIONS 107 AND 203 OF THE

5. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY AND EXPENSE FOR DISPOSAL OF TRASH AND/OR CONSTRUCTION

FIELD CONDITIONS.

INSTALLED AS SHOWN WITH ONLY MINOR CORRECTIONS IN LOCATION, SKEW, AND/OR INVERT ELEVATIONS AS NEEDED TO FIT

MANAGER, UNLESS OTHERWISE NOTED IN THESE PLANS OR SPECIFICATIONS. DRAINAGE STRUCTURES AND TURNOUTS SHALL BE

DIRECTION AND WRITTEN APPROVAL OF THE NAVAJO REGION OFFICE-DIVISION OF TRANSPORTATION (NRDOT) DIVISION

SHOWN SHALL NOT BE ALTERED OR MODIFIED IN ANYWAY DURING CONSTRUCTION WITHOUT THE EXPRESSED WRITTEN

4. THE DESIGN FEATURES INCLUDING HORIZONTAL AND VERTICAL ALIGNMENTS, TYPICAL SECTIONS, AND OTHER DESIGN DETAILS

SPECIFICATIONS FOR SECTION 635.-TEMPORARY TRAFFIC CONTROL.

DETAILS, TAKING INTO ACCOUNT THE CONTRACTOR�S CONSTRUCTION SEQUENCING PLAN, MUTCD, AND THE SUPPLEMENTAL

CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THESE

3. THE TEMPORARY TRAFFIC CONTROL DETAILS SHOWN REFLECTS GENERAL REQUIREMENTS FOR THIS PROJECT. THE

ADDITIONAL COST TO THE GOVERNMENT.

ON THESE PLANS. PLACEMENT PERMANENT TRAFFIC SIGNS SHALL BE FIELD ADJUSTED AS DIRECTED BY THE COR/AOTR, AT NO

TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS (LATEST EDITION) AND IN ACCORDANCE WITH THE DETAILS

2. ALL PERMANENT AND TEMPORARY ROADSIDE SIGNS SHALL BE PLACED IN ACCORDANCE WITH THE MANUAL ON UNIFORM

), AND THE SUPPLEMENTAL SPECIFICATIONS FOR THIS PROJECT.FP-03BRIDGES ON FEDERAL HIGHWAY PROJECTS (

1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

GENERAL NOTES

QUANTITIESEARTHWORKPROJECT )

3

(mCUT )3

(mFILL )3

(mBORROW )3

(mWASTE

N8032(1) 71.81 2,266.12 2,194.31 0.00

N8065(1) 4.82 1,902.17 1,897.35 0.00

TOTAL: 76.63 4,168.29 4,091.66 0.00

Fill to Applied Factor Shrinkage20%

TYPICAL SECTION, ESTI. QUANTITIES

ALIGN. TABLE, PROJECT VOLUME

STOCKPILE & CLEAN REMOVE60701-1000

PROJECT (m)STATION LOCATION (m)LENGTH REMARKS

N8032 0+050.15 CL 3.72 YARD MAINT. CHINLE ATSTOCKPILE

N8065 0+079.03 CL 22.186 YARD MAINT. CHINLE ATSTOCKPILE

AZSP-EZ

ITEM DESCRIPTION N8032(1) N8065(1) UNIT AS-BUILTS

15101-0000 Mobilization Req’dAll Req’dAll SumLump

15708-0000 Control Erosion SoilTemporary Req’dAll Req’dAll SumLump

15714-1000 Mulching StrawTemporary 0.10 0.12 ha

20304-1000 Obstructions and Structures ofRemoval Req’dAll Req’dAll SumLump

20401-0000 ExcavationRoadway 72 53

m

20403-0000 BorrowUnclassified 2195 18983

m

20601-0000 Supply Water ofDevelopment 0.08 0.08 M-gal

25112-2000 2 Class Riprap, EnclosedWire 33.12 19.603

m

60101-0000 I I Type A(AE) Class Concrete,Minor 25.40 25.603

m

60201-1710 Coated Galvanized Culvert, Pipe Steel Corrugated mm1981 93.27 0 m

60201-1810 Coated Galvanized Culvert, Pipe Steel Corrugated mm2134 0 40.23 m

60701-1000 Culverts Stockpile and CleanRemove, 10.00 15.91 m

62510-1000 Method DrySeeding, 0.10 0.12 ha

62901-1100 4 Type Product, ControlErosion 525.00 588.002

m

63501-0000 Control TrafficTemporary Req’dAll Req’dAll SumLump

63509-1000 Flaggers 1,521.00 1,522.00 HrsMan

100.494

m

N 31°03’19"

E

1904

1906

1908

1910

1912

1914

1916

1918

1920

1922

0 10 20 30 40 50 60 70 80-10-20-30-40-50-60-70-80

0+050.151904

1906

1908

1910

1912

1914

1916

1918

1920

1922

Fin_1917.66

1:-3

1:-6-2.00% -2.00% 1:-6

1:-3

Off_-2

3.

82

4

Ele

v_

19

11.2

50

Off_-

6.

00

0

Elev

_1

91

7.1

91

CR

Z

Off_-3.6

00

Ele

v_

19

17.

59

1S

UB

GR

AD

E

Off_

0.0

00

Elev

_1

91

7.6

63

Ce

nterli

ne

Off_

3.6

00

Ele

v_

19

17.

59

1S

UB

GR

AD

E

Off_

6.

00

0

Elev

_1

91

7.1

91

CR

Z

Off_

12.

14

7

Ele

v_

19

15.

14

2Fill

Elev 1914.988Offset 10.769

Slp: 10.8053%

Elev 1911.663Offset -19.995

0+050.153 1981

1915.14290.0

2517.53

31.090, Install New

m /secSkew No.= Invert Elev.=

Q =

Sta.

3

mm x m CSPC

1905

1910

1915

1920

19251925

1905

1910

1915

1920

19251925

0+000 0+100 0+200

PVI 0

+000.0

00

Ele

v 19

16.3

23

PVI 0

+050.150

Ele

v 19

17.6

63

PVI 0

+10

0.0

00

Ele

v 19

16.8

08

FG = 2.6720

% FG = -1.7151%

RESERVATIONREGION STATE SHEETPROJECT NO.ROUTE TOTAL SHEETS


UNITED STATES



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DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

1:1000

NRODOT

NRODOT12/2007

12/2012NRODOT

1/26/12

PLOT SHEET

3NAVAJOARIZONANAVAJO N8032

N8032

N8032 Plan&Cross Section

Top of Wash

Existing Flow Line

Bottom of Wash

Overhead Power

Propased Centerline

Sub-Grade Hinge

Sub-Grade Hinge

Top of Wash

Bottom of Wash

Existing Flow Line

Existing Flow Line

Existing Flow Line

Detour Road

Grade to Inlet ElevationExsiting Ground (Dashed)

Exsiting Ground (Dashed)

10

sheet 10 of 10 for details.

Type IV Fabric See

sheet 10 of 10 for details.

Type IV Fabric See

See sheet 10 of 10 for detail. )

2

Sta: 0+030.00 0+080.00 Rt. (186 m),

2

Sta: 0+030.00 to 0+080.00 Lt. (339 mInstall slope erosion control matting.

FLO

W

and Wire-Enclosed Rip Rap at outlet

with Inlet & Outlet Concrete Slope Paved

3-1981 mm. x 31.090 m. CSPC

Wire Enclosed Rip Rap

N8032

10.276 m.

1.0 m.

H3H3

rebars @ 305 mm Spacing (Typ.)

22 ea.-V1&V2 13 mm

H2H1

H4

H2

REINFORCING LAYOUT DETAIL

M152 mm X 19 mm HEX BOLT

(TYPE 3)

Clearance from

SIDE VIEW

1981 mm CSPC

76 mm Min.

610 mm

W/ TWO NUT BOLTS & LOCK WASHERS

914 mm

1:3

Bent Bar Detail

FOOTING DETAIL

all surfaces

457 mm

(OUTLET ONLY)

FRONT VIEW

300 mm

(457 mm Spacing)

FILENAME:

SCALE:BY:

REVISED:

DESIGNED BY:

DRAWN BY: DATE:


UNITED STATES



DATE:

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NTOFTHDESIGN2 8/9/07

DESIGN2 8/9/07

N4C_PASS1

SCALE

09/17/09

DESIGN 2

564.0000

610 mm

305 mm

152 mm T

BENT ANCHOR BOLT DETAIL

76 mm

76 mm

Riprap to 152 mm


A-325M/AASHTO M164

(TYPE 3)

152 mm

51 mm


78 Req’d Per Pipe Top End(457 mm Spacing)

STRAIGT ANCHOR BOLT DETAIL

21 Req’d Per Pipe Lower End

AREA STATE RESERVATION ROUTE PROJECT NO. SHEET TOTAL SHEETS

NAVAJO ARIZONA NAVAJO

blanket angle.

Bend to match slope

A-325M/AASHTO M164 (TYPE 3)

2

2

(Slope face only)

2.83 kg/m

WWF 152 mm x 152 mm - MW26 x MW26

Field cut to fit.

2.83 kg/m

MW26 x MW 26

WWF 152 mm x 152 mm

N8032 4

553mm

1.33m

76mmR

V1

15°

H5

H1

H4

4

1

B=11.886 m.

E=6.64 m.

C= 1.98 m.

V6V4

V6 V6V4V5V5 V5

V3

@ 305 mm

VerticalHorizontal &

V1

V2

V1

Permissible Joint

13M Rebars

way

Spacing each

BLANKET and RIPRAP DETAIL

1981mm CSPC w/ CONC.

1.52 m.

1981 mm. 1981 mm.1981 mm.

FORMS, REINFORCING STEEL, AND SUBSEQUENT CONCRETE.APPROVED BY THE COR/AOTR PRIOR TO PLACEMENT OF7. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND

SHALL BE ACCORDANCE WITH SECTION 109.02(m).FURNISHING AND PLACEMENT OF STRUCTURAL BACKFILLCONFORM TO SECTION 208 AND 209 OF FP-03.PLACED. THE STRUCTURAL BACKFILL MATERIAL SHALL AASHTO T99 METHOD C, BEFORE AND AFTER FOOTINGS ARE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY BY THE COR/AOTR. ALL STRUCTURAL BACKFILL SHALL BE REPLACED WITH APPROVED STRUCTURAL BACKFILL AS DETERMINED AND ELEVATIONS, THE MATERIAL SHALL BE REMOVED AND6. IF UNSUITABLE MATERIAL IS FOUND AT THE FOOTING LOCATION

ADJUSTMENTS.ADDITIONAL PAYMENT SHALL BE MADE FOR SUCHCONDITIONS, AS DIRECTED BY THE COR/AOTR. NONECESSARY FIELD ADJUSTMENTS TO FIT EXISTING FIELD5. THE CONTRACTOR SHALL BE REQUIRED TO MAKE ANY

BE CONSIDERED INCIDENTAL TO COMPLETION OF THE STRUCTURE.CONCRETE BLANKET SHALL BE DONE TO NEAT LINES AND WILL 4. ALL STRUCTURE EXCAVATION AND EMBANKMENT AROUND THE

CONSIDERED INCIDENTAL TO CONTRACT BID ITEM 60101-0000.REBARS, ANCHOR BOLT, AND WELDED WIRE FABRIC SHALL BESECTION 554 OF FP-03. FURNISHING AND PLACEMENT OFSPECIFICATION M-31 (ASTM A 615M), GRADE 420, AND3. REINFORCING STEEL SHALL CONFORM TO AASHTO

FP-03. F’c = 20.68 MPa.CONFORM TO SECTION 552 "STRUCTURAL CONCRETE" OF CHAMFER ALL EXPOSED EDGES 19 mm. THE CONCRETE SHALL 2. ALL CONCRETE SHALL BE CLASS A(AE) WITH CLASS 1 FINISH.

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-03).STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE

GENERAL NOTES

FOR EROSION CONTROL MAT INSTALLATION DETAILS.EMBANKMENT ALONG ALL EDGES AS SHOWN. SEE SHEET 55 OF 79AND 62901-1100. MATS SHALL BE TUCKED OR EMBEDDED INTOSHALL BE INCIDENTAL TO THE UNIT PRICE FOR ITEMS 60101-1000AND 713.17(k) OF THE FP-03 FOR TYPE IV-B MATERIAL. AND 13. EROSION CONTROL MATTING SHALL CONFORM TO SECTION 629

INCIDENTAL TO COMPLETION OF THE STRUCTURE.ENTIRE LENGTH OF STRUCTURE AND WILL BE CONSIDEREDTWO (2) - #13M REBARS ON THE TOP WALL ACROSS THEPARAPET WALL HEIGHT TO 305 mm, AND INSTALL ADDITIONALPOINT, THE CONTRACTOR SHALL BE REQUIRED ADJUST THETHE PARAPET HEIGHT IS ABOVE THE AGGREGATE BASE HINGETO SHALLOW DEPTH OF COVER OVER THE PIPE(S), AND/OR11. WHERE THE CONCRETE BLANKET CAN NOT BE INSTALLED DUE

ROCK ON SURFACE EXPOSED … TO ‰ - ROCK DEPTH.RIPRAP WITH GROUT PER SECTION 251 AND 712.0. LEAVE705-1, CLASS 2. FILL ROCK VOIDS TO FULL DEPTH OF12. GROUTED RIPRAP ROCK SIZE SHALL CONFORM TO TABLE

OF THE DRAINAGE STRUCTURE(S).CONCRETE BLANKETS ARE REQUIRED AT INLET AND OUTLET SIDESIDED BLANKET AT A GIVEN STATION AND SIZE OF STRUCTURE(S). REINFORCING STEEL ESTIMATED QUANTITIES ARE FOR ONE (1)10. TABULATED CONCRETE, WELDED WIRE FABRIC, AND

17.24 MPa.CONCRETE HAS ATTAINED A COMPRESSIVE STRENGTH OF9. IN NO CASE SHALL ANY BACKFILL BE PLACED UNTIL THE

CONSIDERED INCIDENTAL TO COMPLETION OF THE STRUCTURE.EXCAVATION, CLEANING, AND RESHAPING SHALL BEDESIGNATED AND APPROVAL BY THE COR/AOTR. ALL CHANNELBORROW WHERE NEEDED IN OTHER PROJECT LOCATION ASBY THE COR/AOTR. ANY WASTE MATERIAL SHALL BE USED ASDONE IN ACCORDANCE WITH THE PLANS AND AS DETERMINED8. CHANNEL RESHAPING, CLEANING, AND EXCAVATION SHALL BE

10

Top of Sub-grade

FABRIC SPLICING DETAIL

ties per 165 mm of overlap length.

Tie as shown or min. three (3)

Min. overlap

openingstwo (2)

two (2) openingsMin. overlap of

(INLET & OUTLET)

Concrete Slope Paving

Wire-Enclosed Riprap

above wire-enclosed

(Typ)

1.37m

457mm

1) (Type bars reinforcingStraight bars reinforcingBent

mark: size: mass: req’dNo. (m)length (kg):weight mark: size: mass: type:No. req’d (m)length (kg):weight a* (mmb* (mm Remarks:

” 90 atHeadwall

V1 #13M 0.994 3 14 1.983 27.595 1330 553 walls outside faceFront

V1 #13M 0.994 3 8 1.983 15.769 1330 553 pipes. between faceFront

V2 #13M 0.994 14 1.372 19.093 walls outside faceBack

V2 #13M 0.994 8 1.372 10.910 pipes. between faceBack

V3 #13M 0.994 4 1.175 4.672 pipes beneath face back &Front




H1 #13M 0.994 4 2.008 7.984 walls outside back &Front

H2 #13M 0.994 4 1.223 4.863 pipes between back &Front


H4 #13M 0.994 4 1.866 7.419 pipes between back &Front

H5 #13M 0.994 6 11.734 69.982 wall cutoff back &Front

WWF 69.08 blanket offace

subtotal: 228.474 subtotal: 43.364

one forTotal 271.838

Total for both-sides 543.676 kg

1-SIDE FOR CONCRETE MINOR ---- 60101-0000ITEM

CONCRETE

Slope 3:1 @ Pave Slope 0+050.15---1 STA. 12.70

RIPRAP ENCLOSED ----WIRE 25112-2000ITEM

STATION LOCATION (mm)DEPTH

0+050.15 Outlet 457 33.123

)3

QUANITY (m

)3

TOTAL (m

N8032

PLAN VIEW

on the discharge flow vector.

At pipe with different skew angle the riprap to be centered

* The riprap layout shown is for 90 degree skewed pipes.

4.57m

1.15m

4.71m

14.20 m.

Slope

Slope

22.7

70m

S 68

°24’

50"

W

47.842

m

S 13°09’10"

W

E 208853.826N 580875.933E 9.212T 43.708L 82.327R 99.080A 47̂ 36’28"LtPI 0+066.478C1

1930

1935

1935

1935

1940

1940

1940

1940

1940

1924

1926

1928

1930

1932

1934

1936

1938

1940

1942

1944

1946

0 10 20 30 40 50 60-10-20-30-40-50-60

0+079.031924

1926

1928

1930

1932

1934

1936

1938

1940

1942

1944

1946

Fin_1940.02

1:-2

1:-6-2.07% -1.87% 1:-6

1:-3

Off_-22.276

Elev_1931.337

Fill

Off_-6.0

05

Elev

_1

93

9.5

37

CR

Z

Off_-3.

60

1

Ele

v_

19

39.9

42

SU

BG

RA

DE

Off_-0.

00

0

Ele

v_

19

40.0

18

Ce

nterli

ne

Off_

3.5

91

Ele

v_

19

39.9

50

SU

BG

RA

DE

Off_

5.9

85

Elev

_1

93

9.5

52

CR

Z

Off_19.186

Elev_1935.161

Fill

Elev 1934.932Offset 18.307INLET

Elev 1933.249INVERT

Slp: 9.1957%

Elev 1931.252Offset -21.713

1905

1910

1915

1920

19251925

1905

1910

1915

1920

19251925

0+000 0+100 0+200

PVI 0

+000.0

00

Ele

v 19

16.3

23

PVI 0

+050.150

Ele

v 19

17.6

63

PVI 0

+10

0.0

00

Ele

v 19

16.8

08

FG = 2.6720

% FG = -1.7151%



UNITED STATES



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DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

1:1000

NRODOT

NRODOT1/2012

SHEET 1.DGN

NRODOT

12/2007

PLOT SHEET

5NAVAJOARIZONANAVAJO N8065 N8065

N8065 Plan&Cross Section

1/27/2012

Top of Wash

Bottom of Wash

Existing Flow Line

Top of Wash

Bottom of Wash

Bottom of Wash

Existing Flow Line

Existing Ground (Dashed)

Sub-Grade Hinge

Sub-Grade Hinge

10

Existing Flow Linw

Existing Flow Linw

Existing Ground (Dashed)

See Sh. 10 of 10

Type IV Fabric

See Sh. 10 of 10

Type IV Fabric

FLO

W

See sheet 10 of 10 for detail. )

2

Sta: 0+060.00 to 0+100.00 Rt. (246 m)

2

Sta: 0+060.00 to 0+105.097 Lt. (342 mInstall slope erosion control matting

SEE SHEET 6 FOR ADDITIONAL REQUIREMENT.

0+079.031 2134

1933.249

256.11

40.234, Install New

m /secSkew No.= Invert Elev.=

Q =

Sta.

3

mm x m CSPC

100°40’

and Wire Enclosed Rip Rap at outlet

with Inlet & Outlet-Concrete Slope Paved

1-2134 mm. x 40.234 m. CSPC

2

(Slope face only)

2.83 kg/m

WWF 152 mm x 152 mm - MW26 x MW26

4.34 m.

4.57 m.

4.71 m.

1.15 m.

8.80 m.

Clearance from

76 mm Min.

all surfaces

305 mm Spacing (Typ.)

16-V1&V2 13 mm rebars @

4-V3

4-V4

4-V5

2134 mm

REINFORCING LAYOUT DETAIL


(TYPE 3)

SIDE VIEW

2134 mm CSPC

610 mm


@ 305 mm

VerticalHorizontal &

914 mm

Bent Bar Detail

FOOTING DETAIL

457 mm

(OUTLET ONLY)

FRONT VIEW

300 mm

(457 mm Spacing)FILENAME:

SCALE:BY:

REVISED:

DESIGNED BY:

DRAWN BY: DATE:


UNITED STATES



DATE:

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NTOFTHDESIGN2 1/26/12

DESIGN2

SCALEDESIGN 2

2134mm CONCRETE BLANKET

WITH RIPRAP DETAIL

564.0000

610 mm

305 mm

Wire-Enclosed

152 mm T

BENT ANCHOR BOLT DETAIL

76 mm

76 mm

Riprap to 152 mm


A-325M/AASHTO M164

(TYPE 3)

152 mm

51 mm


30 Req’d Per Pipe Top End(457 mm Spacing)

AREA STATE RESERVATION ROUTE PROJECT NO. SHEET TOTAL SHEETS

NAVAJO ARIZONA NAVAJO

blanket angle.

Bend to match slope

A-325M/AASHTO M164 (TYPE 3)

2

Field cut to fit.

2.83 kg/m

MW26 x MW 26

WWF 152 mm x 152 mm

N8065 N8065 6

553mm

1.33m

76mmR

V1

V1

H3

H2

H1

N8065 CSP

V2

V1

STRAIGHT ANCHOR BOLT DETAIL

Permissible Joint

13M Rebars

way

Spacing each

76mm (Typ.)

FORMS, REINFORCING STEEL, AND SUBSEQUENT CONCRETE.APPROVED BY THE COR/AOTR PRIOR TO PLACEMENT OF7. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED AND

SHALL BE ACCORDANCE WITH SECTION 109.02(m).FURNISHING AND PLACEMENT OF STRUCTURAL BACKFILLCONFORM TO SECTION 208 AND 209 OF FP-03.PLACED. THE STRUCTURAL BACKFILL MATERIAL SHALL AASHTO T99 METHOD C, BEFORE AND AFTER FOOTINGS ARE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY BY THE COR/AOTR. ALL STRUCTURAL BACKFILL SHALL BE REPLACED WITH APPROVED STRUCTURAL BACKFILL AS DETERMINED AND ELEVATIONS, THE MATERIAL SHALL BE REMOVED AND6. IF UNSUITABLE MATERIAL IS FOUND AT THE FOOTING LOCATION

ADJUSTMENTS.ADDITIONAL PAYMENT SHALL BE MADE FOR SUCHCONDITIONS, AS DIRECTED BY THE COR/AOTR. NONECESSARY FIELD ADJUSTMENTS TO FIT EXISTING FIELD5. THE CONTRACTOR SHALL BE REQUIRED TO MAKE ANY

BE CONSIDERED INCIDENTAL TO COMPLETION OF THE STRUCTURE.CONCRETE BLANKET SHALL BE DONE TO NEAT LINES AND WILL 4. ALL STRUCTURE EXCAVATION AND EMBANKMENT AROUND THE

CONSIDERED INCIDENTAL TO CONTRACT BID ITEM 60101-0000.REBARS, ANCHOR BOLT, AND WELDED WIRE FABRIC SHALL BESECTION 554 OF FP-03. FURNISHING AND PLACEMENT OFSPECIFICATION M-31 (ASTM A 615M), GRADE 420, AND3. REINFORCING STEEL SHALL CONFORM TO AASHTO

FP-03. F’c = 20.68 MPa.CONFORM TO SECTION 552 "STRUCTURAL CONCRETE" OF CHAMFER ALL EXPOSED EDGES 19 mm. THE CONCRETE SHALL 2. ALL CONCRETE SHALL BE CLASS A(AE) WITH CLASS 1 FINISH.

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-03).STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE

GENERAL NOTES

FOR EROSION CONTROL MAT INSTALLATION DETAILS.EMBANKMENT ALONG ALL EDGES AS SHOWN. SEE SHEET 55 OF 79AND 62901-1100. MATS SHALL BE TUCKED OR EMBEDDED INTOSHALL BE INCIDENTAL TO THE UNIT PRICE FOR ITEMS 60101-1000AND 713.17(k) OF THE FP-03 FOR TYPE IV-B MATERIAL. AND 13. EROSION CONTROL MATTING SHALL CONFORM TO SECTION 629

INCIDENTAL TO COMPLETION OF THE STRUCTURE.ENTIRE LENGTH OF STRUCTURE AND WILL BE CONSIDEREDTWO (2) - #13M REBARS ON THE TOP WALL ACROSS THEPARAPET WALL HEIGHT TO 305 mm, AND INSTALL ADDITIONALPOINT, THE CONTRACTOR SHALL BE REQUIRED ADJUST THETHE PARAPET HEIGHT IS ABOVE THE AGGREGATE BASE HINGETO SHALLOW DEPTH OF COVER OVER THE PIPE(S), AND/OR11. WHERE THE CONCRETE BLANKET CAN NOT BE INSTALLED DUE

ROCK ON SURFACE EXPOSED … TO ‰ - ROCK DEPTH.RIPRAP WITH GROUT PER SECTION 251 AND 712.0. LEAVE705-1, CLASS 2. FILL ROCK VOIDS TO FULL DEPTH OF12. GROUTED RIPRAP ROCK SIZE SHALL CONFORM TO TABLE

OF THE DRAINAGE STRUCTURE(S).CONCRETE BLANKETS ARE REQUIRED AT INLET AND OUTLET SIDESIDED BLANKET AT A GIVEN STATION AND SIZE OF STRUCTURE(S). REINFORCING STEEL ESTIMATED QUANTITIES ARE FOR ONE (1)10. TABULATED CONCRETE, WELDED WIRE FABRIC, AND

17.24 MPa.CONCRETE HAS ATTAINED A COMPRESSIVE STRENGTH OF9. IN NO CASE SHALL ANY BACKFILL BE PLACED UNTIL THE

CONSIDERED INCIDENTAL TO COMPLETION OF THE STRUCTURE.EXCAVATION, CLEANING, AND RESHAPING SHALL BEDESIGNATED AND APPROVAL BY THE COR/AOTR. ALL CHANNELBORROW WHERE NEEDED IN OTHER PROJECT LOCATION ASBY THE COR/AOTR. ANY WASTE MATERIAL SHALL BE USED ASDONE IN ACCORDANCE WITH THE PLANS AND AS DETERMINED8. CHANNEL RESHAPING, CLEANING, AND EXCAVATION SHALL BE

Top of Sub-grade

10

2.14 m.

1.52 m.

FABRIC SPLICING DETAIL

ties per 165 mm of overlap length.

Tie as shown or min. three (3)

Min. overlap

openingstwo (2)

two (2) openingsMin. overlap of

Concrete Slope Paving (INLET & OUTLET)

above wire-enclosed

1.37 m.

1:3 - I

NLET

1:2 - OUTE

LT

(1:2)E=4.84m

(1:3)E=6.85 m.

1) (Type bars reinforcingStraight bars reinforcingBent

mark: size: mass: req’dNo. length (m): + (kg):weight mark: size: mass: type: No. req’d + (m):length (kg):weight a* (mm) (mm)b* Remarks:

” 90 atHeadwall

V1 #13M 0.994 3 16 1.983 31.538 1330 553 walls outside faceFront

V2 #13M 0.994 16 1.372 21.820 walls outside faceBack

V3 #13M 0.994 4 1.054 4.191 pipe beneath face back &Front





H3 #13M 0.994 6 6.252 37.287 wall cutoff back &Front

WWF 35.09 blanket offace

subtotal: 123.816 subtotal: 31.538

Tota for 1 side: 155.354 kg

RIPRAP ENCLOSED ----WIRE 25112-2000ITEM

STATION LOCATION (mm)DEPTH ‡) (mTOTAL

0+079.03 Outlet 457 19.600

1-SIDE FOR CONCRETE MINOR ---- 60101-0000ITEM

CONCRETE ‡) (mQUANITY

3:1 @ Pave Slope Conc. 0+079.03---Inlet STA. 7.00

2:1 @ Pave Slope Conc. Outlet 5.8

Concrete Slope Paving (INLET & OUTLET)

Slope

Slope

6.50 m.

PLAN VIEW

on the discharge flow vector.

At pipe with different skew angle the riprap to be centered

* The riprap layout shown is for 90 degree skewed pipes.


NAVAJONAVAJO

PLOT SHEET

CONTROL PLAN

TEMPORARY TRAFFIC

B.O.R. 7/12

DESIGN 2 7/12

DESIGN 2

NTS

ROAD

CLOSED

1.22 m(minimum)

*

* = R11-2, 1219 mm x 762 mm

** = M4-10R, 1214 mm x 457 mm

M4-10L or

TYPE III BARRICADE

Stability

Sandbags For Added


UNITED STATES



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DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

7/12

TTCP

ARIZONA N8032/8065 7N8032 10

ADVISED TO SEEK ALTERNATIVE ROUTES UNTIL THE PROJECT IS COMPLETE.

MEMBERS RESIDING IN THE EFFECTIVE AREA OF THE ROAD CLOSURE DURING CONSTRUCTION AND

7. PRIOR TO THE BEGINNING OF THE PROJECT THE CONTRACTOR SHALL NOTIFIED THE COMMUNITY

CONTRACTOR’S TCP SHALL REFLECT THIS COORDINATION.

FULLEST EXTENT POSSIBLE. SCHOOL BUSES SHALL NOT BE DELAYED OVER 5 MINUTES. THE

ENSURE THAT DAILY SCHEDULED BUS ARRIVAL AND DEPARTURE TIMES ARE MAINTAINED TO THE

6. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE LOCAL SCHOOL TO

SIGNS; FLAG MEN; DRUMS; AND/OR DETOUR.

NECESSARILY LIMITED TO THE FOLLOWING: TYPE III BARRICADES WITH "ROAD CLOSE", DETOUR;

PROCEDURES SHALL BE INCLUDED IN THE CONTRACTOR’S TCP. THESE INCLUDE BUT ARE NOT

WITH EXISTING ROADS AT THE END OF THE NEW CONSTRUCTION, SPECIAL TRAFFIC CONTROL

5. AT LOCATIONS WHERE NEW ROAD CONSTRUCTION CROSSES EXISTING ROADWAY AND AT TIE-INS

NINE (9) METERS FROM EDGE OF THE SHOULDER WHEN CONSTRUCTION IS NOT IN PROGRESS.

CONSTRUCTION SIGNS, DRUMS, BARRICADES, ETC., SHALL BE REMOVED TO A LOCATION AT LEAST

4. ALL TRAFFIC CONTROL DEVICES (EXCEPT AT DETOUR ROAD LOCATIONS) SUCH AS

CROSSING OR WORKING WITHIN EXISTING ROADWAY PRISM.

3. FLAGGERS SHALL BE STATIONED LEFT AND RIGHT AS SHOWN WHEN EQUIPMENT IS

PLACE THROUGH THE DURATION OF THE PROJECT.

2. SIGNS (G20-1, W20-1A, G20-2A SHALL BE PLACED AT THE PROJECT LIMITS AND REMAIN IN

EDITION AND AMENDMENTS) AND THE SUPPLEMENTAL SPECIFICATION FOR THIS PROJECT.

1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MUTCD MANUAL (LATEST

GENERAL NOTES:


NAVAJONAVAJO

PLOT SHEET

CONTROL PLAN

TEMPORARY TRAFFIC

B.O.R. 7/12

DESIGN 2 7/12

DESIGN 2

NTS

ROAD

CLOSED

1.22 m(minimum)

*

* = R11-2, 1219 mm x 762 mm

** = M4-10R, 1214 mm x 457 mm

M4-10L or

TYPE III BARRICADE

Stability

Sandbags For Added


UNITED STATES



UUOOFF

RE

RE

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AA

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AANNINDIAINDIA

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DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

7/12

TTCP

ARIZONA N8032/8065 7N8032 10

ADVISED TO SEEK ALTERNATIVE ROUTES UNTIL THE PROJECT IS COMPLETE.

MEMBERS RESIDING IN THE EFFECTIVE AREA OF THE ROAD CLOSURE DURING CONSTRUCTION AND

7. PRIOR TO THE BEGINNING OF THE PROJECT THE CONTRACTOR SHALL NOTIFIED THE COMMUNITY

CONTRACTOR’S TCP SHALL REFLECT THIS COORDINATION.

FULLEST EXTENT POSSIBLE. SCHOOL BUSES SHALL NOT BE DELAYED OVER 5 MINUTES. THE

ENSURE THAT DAILY SCHEDULED BUS ARRIVAL AND DEPARTURE TIMES ARE MAINTAINED TO THE

6. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE LOCAL SCHOOL TO

SIGNS; FLAG MEN; DRUMS; AND/OR DETOUR.

NECESSARILY LIMITED TO THE FOLLOWING: TYPE III BARRICADES WITH "ROAD CLOSE", DETOUR;

PROCEDURES SHALL BE INCLUDED IN THE CONTRACTOR’S TCP. THESE INCLUDE BUT ARE NOT

WITH EXISTING ROADS AT THE END OF THE NEW CONSTRUCTION, SPECIAL TRAFFIC CONTROL

5. AT LOCATIONS WHERE NEW ROAD CONSTRUCTION CROSSES EXISTING ROADWAY AND AT TIE-INS

NINE (9) METERS FROM EDGE OF THE SHOULDER WHEN CONSTRUCTION IS NOT IN PROGRESS.

CONSTRUCTION SIGNS, DRUMS, BARRICADES, ETC., SHALL BE REMOVED TO A LOCATION AT LEAST

4. ALL TRAFFIC CONTROL DEVICES (EXCEPT AT DETOUR ROAD LOCATIONS) SUCH AS

CROSSING OR WORKING WITHIN EXISTING ROADWAY PRISM.

3. FLAGGERS SHALL BE STATIONED LEFT AND RIGHT AS SHOWN WHEN EQUIPMENT IS

PLACE THROUGH THE DURATION OF THE PROJECT.

2. SIGNS (G20-1, W20-1A, G20-2A SHALL BE PLACED AT THE PROJECT LIMITS AND REMAIN IN

EDITION AND AMENDMENTS) AND THE SUPPLEMENTAL SPECIFICATION FOR THIS PROJECT.

1. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MUTCD MANUAL (LATEST

GENERAL NOTES:

R11-3a

DETOUR DETOUR

M4-9L M4-9R

LOCAL TRAFFIC ONLY

ROAD CLOSED

5 MILES AHEAD

41

PROJECT SITE

8032

ROAD

CLOSED

1.22 m(minimum)

*

* = R11-2, 1219 mm x 762 mm

** = M4-10R, 1214 mm x 457 mm

M4-10L or

TYPE III BARRICADE

*

DETOUR

*

*

*

*

*

*

*

*

DETOUR

PINON, AZ

4

41

DETOUR

41

41

PROJECT SITE

8032

ROAD

CLOSED

1.22 m(minimum)

*

* = R11-2, 1219 mm x 762 mm

** = M4-10R, 1214 mm x 457 mm

M4-10L or

TYPE III BARRICADE

*

DETOUR

*

*

*

*

*

*

*

*

*

DETOUR

DETOUR

PINON, AZ

4

41

DETOUR

41

LOCAL TRAFFIC ONLY

ROAD CLOSED

1.5 MILES AHEAD

8032

LOCAL TRAFFIC ONLY

ROAD CLOSED

15 MILES AHEAD

8031

Sta 22+575.00N8031 & N8032

Intersection Station

8066

8065

8066

8065

ROAD

CLOSED

1.22 m(minimum)

*

* = R11-2, 1219 mm x 762 mm

** = M4-10R, 1214 mm x 457 mm

M4-10L or

TYPE III BARRICADE

DETOUR

*

*

*

*

*

*

*

DETOUR

41

8066

8065

8066

8065

ROAD

CLOSED

1.22 m(minimum)

*

* = R11-2, 1219 mm x 762 mm

** = M4-10R, 1214 mm x 457 mm

M4-10L or

TYPE III BARRICADE

DETOUR

*

*

*

*

*

*

*

DETOUR

41

LOCAL TRAFFIC ONLY

ROAD CLOSED

15 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

3 MILES AHEAD

PROJECT SITE

Skew Angle


NAVAJONAVAJO

PLOT SHEET

STANDARD PIPE INSTALLATION

AND DITCH DETAILSB.O.R. 7/12

B.O.R. 7/12

NTS

N8032/8065

1:4 Slope

1:2

Or

Flatter

As Called For On Plans.

Flattened To 1:6 With Rip Rap Protection

NOTE: When Necessary The Slope May Be

DITCH BLOCK DETAILS

Placed On Low Side As Shown

Material From Ditches Shall Be

Unless Otherwise Noted On Plans

1.50 m

0.50 m

FURROW DITCH

DITCH OR CHANNEL

Width Depth Or Height And Length.

As Shown On Plans Are Respectively

Note: Dimensions Of Ditches And Dikes

1:2

Or

Flatter

Height

1:6 To 1.5

m Height Height

1:4

Over

1.5

m

TYPE "B" DIKE

3.0 m (Min.)

TYPE "A" DIKE

3.0 m (Min.)

Right-Of-Way Line

140

STRUCTURE SKEW DIAGRAM

70

80

40

50

30

20

60

90

100

110

120

130

10 0

Ahead Station

150

160

170

180

1:2

Of

Flatter

Height

1:1/2

Rock

3.0 m (Min.)

6.0 m Maximum

Ditch Block

Edge Of Roadway

LC

Right-Of-Way Line

CL

Elevation.)

(Not To Exceed Paved Shoulder and

Height = Pipe Diameter + 305 mm*

*

*

DITCH BLOCK INSTALLATION AT STRUCTURE

The Distance Exceed 6.0 m.

Box Culvert Or Pipe from the Face of the Drainage Structure. In No Case Shall

2. Ditch Block Shall Be Located A Distance Equal To The Largest Dimension Of

Unless Otherwise Shown Or Directed by the C.O.R..

Elevation Top Of Ditch Block Shall Be 305 mm Above Elevation Of Top Of Pipe

1. Ditch Block At Structures To Be So Placed That They Create A Water Cushion.

Directed By The COR/AOTR.

And Approved Equivalent Shall Be Built As

2. Furrow Ditch Sections As Shown Above Or

1. To Be Paid For By The Meter.


UNITED STATES



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DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

PIPE SKEWS TO THE EMBANKMENT (TYP.)

drainage pipe items shown.

drainage pipe(s). This work shall be incidental to the earthwork and installation of

1. The Contractor shall be required to built the warped embankment around the skewed

Flat or

slightly

sloping

area

Toe of slope

roa

dway

CL

WARPED FILL

ISOMETRIC VIEW

Design 2

per FP-03, section 704.01

Foundation material as

FIGURE C: FOUNDATION STABILIZATION BEDDING

FIGURE B: ROCK BEDDING

Back Fill

Loose "Ganular Material"

Back Fill

NEGATIVE PROJECTING

Ground

Existing

POSITIVE PROJECTING

Ground

Existing

Back Fill

300 mm(min.) 1.0 m(max.)

haunches and at side of Pipe.

jointing and Compaction under

Minimum width necessary for proper

1219 mm.

or less, 150 mm for culverts over

(1448 mm X 965 mm arch pipe)

100 mm for culverts 1219 mm

Bedding thickness to be

1219 mm.





1219 mm.





FIGURE A: BEDDING

FP-03 Section 204.01

Bedding Blanket as Per

D or span 300 mm (Min.)

1.0 m (max.)

lightly and Uniformly Compacted In 152 mm layers.

Pipe 305 mm (min.)/0.75 (D or rise max.) To be

Thickness to be 75 mm Per Meter of Fill Over

D or span

Specified Under Section 704.03

Compacted Granular Material

By COR/AOTR.

1.0D(or rise) As Directed

3D(or span)

1.0 m (Max.)

300 mm (Min.)

1.0 m (Max.)

300 mm (Min.)

D or span

GENERAL NOTES

ITEM 20443-2000.

THE DITCH BLOCKS, THE DITCH BLOCK TO BE CURVED. THIS WORK TO BE INCIDENTAL TO BID

DIRECT THE FLOW INTO THE PIPE AND/OR LESSEN THE WATER’S IMPACT ON THE FACE OF

14. IF DIRECTED BY THE AOTR/COR TO BETTER FIT FIELD CONDITIONS, TO MORE SMOOTHLY

607.

AOTR/COR. THIS WORK SHALL BE INCIDENTAL TO BID ITEMS UNDER SECTION 602, 603, AND

TO PRODUCE SMOOTH FLOWS AT CULVERT INTAKES AND DISCHARGES AS DIRECTED BY THE

AND OUTLET CHANNELS TO THE RIGHT-OF-WAY LINE AND/OR EXISTING DRAINAGE CHANNEL,

CLEANING LOCATIONS, THE CONTRACTOR SHALL RESHAPE, REGRADE AND CLEAN THE INLET

13. AT DRAINAGE PIPE REPLACEMENTS, INSTALLIONS, EXTENSIONS, AND IN-PLACE PIPE

BE MADE.

CONSIDERED INCIDIDENTAL TO COMPLETION OF PROJECT AND NO ADDITIONAL PAYMENT SHALL

PIPE(S) BE PLACED BELOW THE ORIGINAL GROUND ELEVATIONS. THIS WORK SHALL BE

SLOPE TO ASSURE POSITIVE DRAINAGE UP TO THE R.O.W. LIMITS. IN NO CASE SHALL THE

12. ALL DRAINAGE STRUCTURES SHALL BE INSTALLED AT THE ORIGINAL GROUND LINE AND

OTHERISE DIRECTED BY THE AOTR/COR OR AS SHOWN ON THE PLANS.

11. MULTIPLE PIPE INSTALLATION BE PLACED 610 mm BETWEEN END SECTIONS UNLESS

INCIDENTAL TO ITEM 20443-2000.

PLANS. EMBANKMENT MATERIAL NEEDED TO BUILD EARTHEN DIKES SHALL BE CONSIDERED

10. TYPE "B" DIKE SHALL BE USED ON THIS PROJECT UNLESS OTHERWISE NOTED ON THE

COVER.

GRADES OVER THE PIPE AS DIRECTED BY THE COR/AOTR TO PROVIDE FOR THE MINIMUM

DITCH FLOWLINE. THE CONTRACTOR SHALL BE REQUIRED TO FIELD ADJUST THE PROFILE

9. ALL CULVERTS UNDER TURNOUT AND DRIVEWAYS SHALL BE PLACED AT THE PROPOSED

STRUCTURE(S) DURING CONSTRUCTION.

EMBANKMENT ABOVE PIPE BEFORE ANY HEAVY EQUIPMENT IS ALLOWED TO PASS OVER THE

8. ALL PIPES SHALL BE PROTECTED BY A COVER OF NOT LESS THAN 0.91 m OF

COMPLETION OF THE PROJECT AND NO ADDITIONAL PAYMENT SHALL BE MADE.

TO PROPERLY INSTALL THE DRAINAGE PIPE SHALL BE CONSIDERED INCIDENTAL TO

7. ALL PIPE EXCAVATION, BACKFILLING, DE-WATERING, PUMPING OR COFFERDAMS REQUIRED

6. PONDING OR JETTING PIPE BACKFILL SHALL NOT BE PERMITTED.

WITH THE PLANS AND SPECIFICATIONS.

APPROVED BY THE COR/AOTR PRIOR TO IT’S USE AND SHALL BE PLACED IN ACCORDANCE

SHALL BE REGULAR EARTHWORK EMBANKMENT MATERIAL. THE BACKFILL MATERIAL SHALL BE

ON THE SIDES AND 305 mm OVER THE PIPE. BACKFILL MATERIAL BEYOND THESE LIMITS

5. BACKFILL MATERIAL SHALL BE PLACED 300 mm(min.) 1.0 m(max) PIPE DIAMETER WIDTH

ACCORDANCE WITH THE FABRICATOR’S RECOMMENDATION.

4. ALL STRUCTURAL PLATE PIPE STRUCTURES SHALL BE ASSEMBLED AND INSTALLED IN

BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE GOVERNMENT.

SURFACE DURING PLACEMENT. ANY DAMAGED STRUCTURE SHALL BE REPAIRED OR REPLACED,

REASONABLE CARE. NO STRUCTURE SHALL BE DRAGGED OR ALLOWED TO STRIKE ANY HARD

3. ALL DRAINAGE STRUCTURE MATERIAL SHALL BE UNLOADED AND HANDLED WITH

SPECIFICATION FOR ADDITIONAL NOTES.

2. SEE SECTIONS 204, 209, 602, AND 704 OF FP-03, INCLUDING THE SUPPLEMENTAL

HAUNCHES AFTER PIPE PLACEMENT.

1. PLACE LOOSE BEDDING ROUGHLY SHAPED TO BOTTOM OF PIPE, THEN COMPACTED UNDER

ARIZONA N8032 8

7/12

Standard Pipe Detail

10


NAVAJONAVAJO

PLOT SHEET

STORMWATER POLLUTION AND

EROSION/SEDIMENT CONTROL DETAILSB.O.R.

DESIGN 2

NTS

7/12

7/12

DESIGN 2

Erosion Detail 1

1.22 m (Min.)

Woven Wire Fence

Flow

Embed Filter Fabric

Fence Post

Mesh Spacing) With

Filter Fabric

Min. 203 mm Into Ground

Undisturbed

Ground

SECTION A-A

Height Of Filter Fabric

406 mm (Min.)

Woven Wire Fence

1.22 m (Min.) Fence Posts.

SEDIMENT CONTROL FENCE

AT DRAINAGE STRUCTURE

EROSION & SEDIMENT CONTROL FENCE

ALONG EDGE OF STREAM BANK (TOE OF SLOPE)


Existing Creek Or Wash

TYPICAL STRAW BALE STAKING

406 mm

508

mm

Heig

ht

For

203 x

203

mm

Mesh

Edge Of Shoulder

See Installation Detail

See Installation Detail

Flo

w

Edge Of Shoulder

Stream BankEmbankm

ent

2.0 m Max. C To C

IN MINOR SWALES OR CUT DITCHES


(APPROX 60 m SPACING FOR FABRIC)

Edge Of Pavement

Varies

Steel Fence Post Or

Wood Stakes

51 x 51 mm x 1.22 m

Deep Tren

ch

102

To 15

2 mm

Staked and Embedded

Straw BaleOr Twine

Binding Wire

At Bale To Bale Connections,

Angle Stake Through The Bale

Interface To Help Tie Bales Together

NOTE: THIS DETAIL DOES NOT REPRESENT THE

CONFIGURATION, NUMBER, OR LENGTH OF BALES.

AND TRENCHING DETAIL

Natural Ground

runs on cleated tracks.

or other equipment that

Tracking using a bulldozer

runs on cleated tracks.

or other equipment that

Tracking using a bulldozer

Fill Slope

INSTALLATION DETAIL

A

A

Cut

Ditch

Flow

‘TRACKING’ WITH MACHINERY ON

SANDY SOIL PROVIDES ROUGHENING

WITHOUT UNDUE COMPACTION.SPREAD

STRAW

MULCH

(TYPICAL)


UNITED STATES



UUOOFF

RE

RE

UUB

AA

SS

AANNINDIAINDIA

F

FAIR

F

FAIR

E

1824A

EP

U.S.

D

RTM

ERIO

R

E

IT

N


DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

402 REQUIREMENT.

mm OF MOISTURE IN 24 HOURS). RECORD AS PER CLEAN WATER

MEASURES WEEKLY AND AFTER EACH SIGNIFICANT STORM EVENT (I.E. 25

9. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL SWPPP

OFFSET 1-2 METERS.

THE SEDIMENT FENCING WILL BE PLACED AT THE TOE OF SLOPES

WHERE EMBANKMENTS HAVE SLOPE DISTANCES OF 30.0 m OR GREATER.

8. SEDIMENT/SILT FENCING SHALL BE PLACED AT ALL LOCATIONS

BID FOR ITEM 15708-1000 AND/OR 15714-0000.

EROSION CONTROL MEASURES SHALL BE INCLUDED IN THE UNIT PRICE

7. FURNISHING AND PLACEMENT OF SILT FENCE MATERIAL AND OTHER

OF CONCENTRATED FLOW AND CUT DITCHES.

BE CERTIFIED 0.5% WEED FREE. DO NOT USE STRAW BALES IN AREAS

ANCHORED 508 mm INTO THE NATURAL GROUND. STRAW BALES SHALL

FENCE POSTS OR 51x51 mm x 1.22 m WOOD STAKES (TWO PER BALE)

FOR DIKES PROVIDED THEY ARE PROPERLY ANCHORED WITH STEEL

6. STRAW BALES MAY BE USED AT THE TOP OF CUT BACKSLOPES AND

SUPPLEMENTAL SPECIFICATION.

OR STEEPER IN ACCORDANCE WITH SECTION 157 OF FP-03 AND THE

METERS TOWARD THE R/W LINES FROM THE BASE OF FILL SLOPES 1:3

AREAS WITH HIGHLY EROSIVE SOILS. SILT FENCES TO BE PLACED 1-2

WITHIN 2.0 m OF EXISTING STREAMS, CREEKS, OR WASHES, AND IN

DITCHES, ALONG THE BOTTOM OF ALL EMBANKMENT FILLS THAT ARE

5. THE SILT FENCE SHALL BE INSTALLED ALONG THE ROADWAY

"BULGES" DEVELOPING IN THE SILT FENCE.

BE PERFORMED AS NEEDED AND MATERIAL REMOVED TO PREVENT

SHALL BE OVERLAPPED BY 152 mm AND FOLDED. MAINTENANCE SHALL

4. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY

TYPE-V UNDER SUB-SECTION 714.01 OF FP-03.

AND MID-SECTION. GEOTEXTILE MATERIAL FOR SILT FENCING SHALL BE

TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 610 mm AT THE TOP

WITH WIRE TIES OR STABLES. FILTER CLOTH TO BE FASTENED SECURELY

3. WOVEN WIRE FABRIC TO BE FASTENED SECURELY TO FENCE POSTS

SPACED AT 3.00 m WITH 2 mm SIZE WELDED WIRE BACK-UP FENCE.

FABRIC CLOTH WITH BURIED-TOE, AND STEEL POSTS (TEE OR U TYPE)

2. THE SILT FENCING CONSISTS OF 914 mm SEDIMENT CONTROL

REQUIREMENTS FOR NPDES PERMIT REQUIREMENTS.

IN THE SUPPLEMENTAL SPECIFICATION. SEE SPECIAL CONTRACT

REQUIREMENTS HEREIN AND SECTION 157 OF THE FP-03 AS MODIFIED

CALENDAR DAYS BEFORE IMPLEMENTATION. THE PLAN SHALL MEET THE

PHASES OF THE WORK FOR REVIEW AND APPROVAL AT LEAST 14

POLLUTION PREVENTION PLAN (SWPPP) IN FULL DETAILS FOR ALL

1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER

GENERAL NOTES

for details8 of 729See Plan Sheet

Sediment Traps @ Outlet Ends

offset 9.14 m

ARIZONA N8032 9N8032/8065

7/12

10

REGION STATE RESERVATION ROUTE SHEETPROJECT NO. TOTAL SHEETS

NAVAJONAVAJO

PLOT SHEET

STORMWATER POLLUTION AND

EROSION/SEDIMENT CONTROL DETAILSNRODOT 7/12

NRODOT 7/12

DESIGN 2

NTS

610 mmN8032/8065


UNITED STATES



UUOOFF

RE

RE

UUB

AA

SS

AANNINDIAINDIA

F

FAIR

F

FAIR

E

1824A

EP

U.S.

D

RTM

ERIO

R

E

IT

N


DESIGNED BY:

SCALE:

DATE:

SHEET MODEL NAME:

REVISED: BY:

FILENAME:

NOT TO SCALE

STRAW

ROLLS

SEDIMENT, ORGANIC MATTER,

AND NATIVE SEEDS ARE

CAPTURED BEHIND THE ROLLS.

ADJACENT ROLLS SHALL

TIGHTLY ABUT

STRAW ROLLS MUST BE PLACED

ALONG SLOPE CONTOURS

3"-5" (75-125mm)

8"-10" DIA.

1" X 1" STAKE

LIVE STAKE

SPACING DEPENDS

ON SOIL TYPE AND

SLOPE STEEPNESS

DUG ON CONTOUR. RUNOFF MUST NOT BE

ROLL IN A TRENCH, 3"-5" (75-125mm) DEEP,

PLACEMENT AND SECURE STAKING OF THE

1. STRAW ROLL INSTALLATION REQUIRES THE

ALLOWED TO RUN UNDER OR AROUND ROLL.

NOTE:

(25 x 25mm)

10’-25’ (3-8m)

(200-250mm)

1.02m

C

B

FILTER FABRIC SILT FENCE

STRAW BALE SILT BARRIER

SILT FENCE EROSION CHECK

PLAN

PLAN

ELEVATION

PLAN VIEW

SECTION B-B

SECTION C-C

FLOW

*

*

FL

OW

60 m ON CENTER MAX. FOR DITCH LINE.

30 m ON CENTER MAX. FOR FILLS

SILT FENCE

FILTER FABRIC

POST

(COMPACTED WITH WHEEL OR TRACK)

TEMPORARY BERM APPROX.

EQUIPMENT

ANCHORED TO SLOPE

TEMPORARY SLOPE DRAIN

SLOPE TO DRAIN TO INLET

FILL SLOPE

TEMPORARY FLOW LINE

TOP OF FILL SLOPE

TEMPORARY BERM AT

TOE OF SLOPE

APPROVED EROSION CONTROL PLAN.

AND 229 mm THICK, AS REQUIRED IN THE

TEMPORARY CLASS I RIPRAP, MIN. 1.22 m DIA.

TEMPORARY FLOW LINE

DEPENDENT UPON CONTRIBUTING AREA

TEMPORARY SLOPE DRAIN-SIZE

THE C.O.R..

RIPRAP AS DESIGNATED BY

FILTER FABRICWIRE FENCE

3.05 m (approx.)

POST POST

610

mm

610

mm

1.2

2

m

MIN.

FILL SLOPE

WIRE FENCE

POST

OR CUT SLOPE

HIGHWAY FILL SLOPE

SILT FENCE

FILTER FABRIC

FOR FILTER FABRIC

MIN. ELEVATION REQUIRED

(51 x 51 x 914 mm STAKES)

2 STAKES EACH BALE

CLE

ARIN

G

LIM

ITS

TO

E

OF

SL

OP

E

BALES TO BUTT TOGETHER

C

SECURE TOP EDGE OF

FILTER FABRIC TO FENCE

BURY TRAILING EDGE OF

FILTER FABRIC IN TRENCH

A MIN. OF 152 mm

400

mm

Temporary Slope Drain, Berm. (for fill and cutslopes)

[NOTE: Temporary berms may also be constructed

of straw bales set 104-152mm into ground.]

D D

*See general notes.

See General Notes.*

WATER

CONCRETE BLOCK

DROP INLET

1. DROP INLET SEDIMENT BARRIERS ARE TO

BE USED FOR SMALL, NEARLY LEVEL DRAINAGE

2. EXCAVATE A BASIN OF SUFFICIENT SIZE

HEIGHT) MUST BE WELL BELOW THE GROUND

ELEVATION DOWNSLOPE TO PREVENT RUNOFF

FROM BYPASSING THE INLET. A TEMPORARY

DIKE MAY BE NECESSARY ON THE DOWNSLOPE

3. THE TOP OF THE STRUCTURE (PONDING

PLAN VIEW

GRAVEL BACKFILL

AREAS. (LESS THAN 5%)

ADJACENT TO THE DROP INLET.

SIDE OF THE STRUCTURE.

NOTES:

WATER

OVERFLOW

LESS THAN

5% SLOPE

DRAIN

GRATE

FILTER FABRIC

PONDING HT.

BLOCK AND GRAVEL

DROP INLET

SEDIMENT BARRIER

GRAVEL BACKFILL

3/4" (20mm) MIN

WIRE SCREEN OR

A

A

BLOCK

CONCRETE

NOTES:

1. THE CHANNEL BEHIND THE DIKE SHALL HAVE

POSITIVE GRADE TO A STABILIZED OUTLET.

2. THE DIKE SHALL BE ADEQUATELY COMPACTEDTO PREVENT FAILURE.

3. THE DIKE SHALL BE STABLILIZED WITH TEMPORARYOR PERMANENT SEEDING OR RIPRAP.

TYPICAL FILL DIVERSIONTYPICAL TEMPORARY DIVERSION DIKE

VEGETATION OR RIPRAPSTABILIZATION

ALL SLOPES 2:1

OR FLATTER

FLOW

(0.6m)

COMPACTED

SOIL

(0.6m)

FLOW

VEGETATION OR RIPRAP

STABILIZATION

ALL SLOPES 2:1

OR FLATTER

PROTECTED FILL SLOPE

TEMPORARY

DIVERSION DIKE

COMPACTEDSOIL 18" (0.5m) MINIMUM 18" (0.5m) MINIMUM

2’

2’

4. THE DIVERSION DIKE SHALL EXTEND TO THE

BOTTOM OF CUT BACK SLOPE ANDINTERCEPT THE CUT DITCH.

(FOR TOP OF CUT BACK SLOPES.)

BULLDOZER BLADE, OR OTHER APPROVED

MATERIAL USING HEEL OF MOTOR GRADER,

BERM MAY BE BUILT FROM EXCAVATED

SUBGRADE

TEMPORARY BERM

DIRECT INTO THE SLOPE DRAIN

TO CONTAIN SURFACE DRAINAGE AND

TEMPORARY BERM, LENGTH AS REQUIRED

Graded Roadbed or top of Cutslope.

STABILIZED AREA WITH TEMPORARY

DISCHARGE IN DRAINAGE DITCH

one-half capacity prior to cleaning)

(Traps shall not fill to beyond

SEDIMENT TRAP

B

A

Ditch

1.52 m MIN.

or Pipe

SECTION A-A

SLOPE DRAIN

(min.)

DITCH INVERT

300

mm

SECTION D-D

*

*

FILL SLOPE

EXISTING GROUND

See General Notes.

STRAW BALE

STAKE

NOT TO SCALE

TURF REINFORCEMENT MATS

SOIL STABLIZATION

1. SLOPE SURFACE SHALL BE FREE OF

ROCKS, CLODS, STICKS AND GRASS. MATS/

BLANKETS SHALL HAVE GOOD SOIL CONTACT.

3. LAY BLANKETS LOOSELY AND STAKE OR

STAPLE TO MAINTAIN DIRECT CONTACT WITH

ISOMETRIC VIEW

NOTES:

TYPICAL SLOPE

THE SOIL. DO NOT STRETCH.

EROSION BLANKETS &

3’ (1

m)

6’ (2

m)

MATS/BLANKETS SHOULD

BE INSTALLED VERTICALLY

DOWNSLOPE.

2:1 S

LO

PE

3’ (1m)

BERM

TAMP SOIL OVER MAT/BLANKET

2. APPLY PERMANENT SEEDING BEFORE

PLACING BLANKETS.

12" (300mm)

MIN. 4"

(100mm)

OVERLAP

12"

(300mm)

1.2m

300 mm

Lightly Compacted

into the Ground.Wrap/Tuck Fabric 152 mm

Staple

STABLES STEEL WIRE

inside loop

25 mm opening

Machine bend with

into the Ground.Wrap/Tuck Fabric 152 mm

Staple

Concrete

MW26 x MW26WWF 152 mm x 152 mm

Steel Stables

(SEE NOTE 2)

CONCRETE HEADWALL SLOPE INSTALLATION

CONCRETE BLANKET

Fabric

A

GENERAL NOTES

CONCRETE STRUCTURE DETAIL

TUCKING OF FABRIC AROUND

457 mm Fabric

SECTION A - A

Area ( 3.05 m Min.)ContributingSize Dependent Upon

STABILIZED, IN ACCORDANCE WITH SECTION 157 OF FP-03. ESTABLISHED, DRAINAGE DITCHES, AND CHANNELS ARE LINED AND PERMANENT EROSION CONTROL MEASURES ARE SATISFACTORILY

7. REMOVE AND DISPOSE OF EROSION CONTROL MEASURES WHEN THE

ACTUAL FIELD CONDITIONS. OF TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES TO FIT

6. THE CONTRACTOR SHALL ADJUST THE DIMENSIONS AND/OR LOCATIONS

CUT SLOPE. ANCHOR SLOPE DRAINS TO THE SLOPE. BALES, WATTLES, OR EARTH BERMS CONSTRUCTED AT THE TOP OF A DOWN SLOPES. CHANNEL WATER INTO SLOPE DRAINS WITH STRAW WATERWAY FOR TEMPORARY SLOPE DRAINS TO CHANNEL RUNOFF

5. USE DRAIN PIPE, RIPRAP, GEOTAXIS FABRIC, OR GRASS-LINED

WHEN HALF FULL OF SEDIMENT. 4. CLEAN ALL SEDIMENT BASIN AND TRAPS OF ACCUMULATED SEDIMENT

ENTERS A STREAM AS SHOWN IN THE APPROVED SWPPP. RUNOFF BEFORE IT LEAVES THE PROJECT CONSTRUCTION LIMITS OR FILTERS IN STRATEGIC LOCATIONS ON THE PROJECT TO FILTER STORM

3. CONSTRUCT SEDIMENT BASIN AND TRAPS, EROSION CHECKS, AND/OR

CONCRETE. d) PLACE CONCRETE FORMS, REINFORCEMENTS, AND SEQUENT

AND TOP, ALONG THE CUT FACE OF REACH AS SHOWN. c) INSTALL 1.22 m OF GEOTEXTILE FABRIC ANCHORED ON FLOOR b) CUT TRENCHES FOR FOOTING OF SLAB.

PLACED. a) CONSTRUCT FINISH GRADING AROUND STRUCTURE TO BE

AROUND CONCRETE STRUCTURE, AS FOLLOWS: 2. THE CONTRACTOR SHALL INSTALL GEOTEXTILE FABRIC, TYPE IV,

1. SEE SHEET 28 OF 78 FOR ADDITIONAL NOTES AND DETAILS.

7/12

Erosion Strd. Detail 2

ARIZONA N8032 10 10

navajo navajo 2 10 · navajo navajo 2 10 navajo regional ... the details shown on the storm water...

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